|
Report_Id: 121018 Est NO 0016 |
Date:09/16/2013 |
COMMONWEALTH OF KENTUCKY
TRANSPORTATION CABINET
| Contract ID | 121018 | Estimate Number | 0016 | Estimate Type | PROGRESS | ||
| District Office | JACKSON (10360) Ratliff, Wes, P.E. | ||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | ADDR SN 2 VC Code VC0000088141 | |||||
| PO BOX 308 | |||||||
| MT STERLING , KY , 40353 | |||||||
| Pay Period | 08/24/2013 TO 09/06/2013 | ||||||
| Date Approved | 09/16/2013 | ||||||
| Primary Proj Number | DE08304601218 | ||||||
| Project No. | JL04 083 0460 010-014 | ||||||
| Primary County | MENIFEE | ||||||
| Name of Road | FRENCHBURG-WEST LIBERTY ROAD (US 460) | ||||||
| Description | RECONSTRUCT FROM KY 3338 SOUTH OF FRENCHBURG TO 0.8 MILES SOUTH OF KY 1242 AT MARIBA | ||||||
| Date Let | 06/15/2012 | Formal Acceptance | |||||
| Date Awarded | 09/05/2012 | Date Work Began | 11/07/2012 | ||||
| Date Contract Executed | 09/18/2012 | Open To Traffic | |||||
| Date NTP Issued | 09/18/2012 | Actual Completion Date | |||||
| Current Contract Amount | $14,304,551.49 |
Total to Date |
Prev to Date |
This Estimate |
||
| Original Amount | $14,236,499.44 |
Total Earnings | $3,530,456.57 |
$3,263,353.82 |
$267,102.75 |
|
| Percent Complete | 26.83 |
Stockpiled Materials | $308,056.50 |
$308,056.50 |
$0.00 |
|
| Funds Available | $10,466,038.42 |
Gross Earnings | $3,838,513.07 |
$3,571,410.32 |
$267,102.75 |
|
| Total Change Orders | $68,052.05 |
Other Adjustments | $0.00 |
$0.00 |
$0.00 |
|
| TOTAL | $3,838,513.07 |
$3,571,410.32 |
$267,102.75 |
|||
| Contract Id | 121018 | Change Order Summary |
County | MENIFEE | ||||||
| Estimate Nbr | 0016 | Project Number | JL04 083 0460 010-014 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | Period | 08/24/2013 TO 09/06/2013 | |||||||
| CHANGE ORDERS HISTORY | ||||||||||
| CHANGE ORDER NBR | DESCRIPTION | STATUS | APPROVAL DATE | TOTAL CO AMOUNT | CONTRACT TIME ADJUSTED | |||||
| 001 | Additional Erosion Control and Waterline Items | Approved | 06/18/2013 | $68,052.05 | 1.0 | |||||
CONTRACT ADJUSTMENTS HISTORY
| Contract Adjustments |
|
|
| Adjustment Description | Est No |
Adjustment Amount |
| Line Item Adjustments History | |||||||||
| PROJECT | ITEM NBR | DESCRPITION | TYPE | EST NO | ADJ QUANTITY |
UNIT PRICE |
ADJUSTED AMOUNT |
||
| Contract Id | 121018 | COMMONWEALTH OF KENTUCKY |
County | MENIFEE | ||||||
| Contract Type | GRPA GRADE & DRAIN AND PAVEMENT ALTERNATES | TRANSPORTATION CABINET |
Primary Project Number | DE08304601218 | ||||||
| Estimate Nbr | 0016 | Period | 08/24/2013 TO 09/06/2013 | |||||||
| Contractor | THE WALKER COMPANY OF KENTUCKY INC | |||||||||
| Project | DE08304601218 | Fed/State Project Number | JL04 083 0460 010-014 | Category | 0001 ROADWAY | |||||||
| LINE ITEM NUMBER | ITEM DESCRIPTION | ITEM NO. | UNIT | PLAN QTY | CURRENT QUANTITY | QUANTITY PAID THIS EST | QUANTITY PAID PREV. EST | QUANTITY PAID TO DATE | UNIT PRICE | AMOUNT PAID THIS EST | AMOUNT PAID TO DATE | |
| 0010 | ENTRANCE PIPE-15 IN | 00440 | LF | 84.00 | 84.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0020 | ENTRANCE PIPE-18 IN | 00441 | LF | 1,110.00 | 1,110.000 | 70.000 | 55.000 | 125.000 | 38.00 | 2,660.00 | 4,750.00 | |
| 0030 | ENTRANCE PIPE-24 IN | 00443 | LF | 202.00 | 202.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0040 | CULVERT PIPE-24 IN | 00464 | LF | 1,106.00 | 1,106.000 | 881.000 | 881.000 | 56.00 | 49,336.00 | |||
| 0050 | CULVERT PIPE-36 IN | 00468 | LF | 2,372.00 | 2,372.000 | 343.000 | 1,945.000 | 2,288.000 | 90.00 | 30,870.00 | 205,920.00 | |
| 0060 | CULVERT PIPE-48 IN | 00470 | LF | 58.00 | 58.000 | 0.000 | 0.000 | 112.00 | 0.00 | |||
| 0070 | CULVERT PIPE-60 IN | 00472 | LF | 104.00 | 104.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0080 | PERFORATED PIPE-4 IN | 01000 | LF | 5,800.00 | 5,800.000 | 602.000 | 4,576.000 | 5,178.000 | 8.00 | 4,816.00 | 41,424.00 | |
| 0090 | NON-PERFORATED PIPE-4 IN | 01010 | LF | 2,100.00 | 2,100.000 | 0.000 | 0.000 | 8.00 | 0.00 | |||
| 0100 | PERF PIPE HEADWALL TY 1-4 IN | 01020 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0110 | PERF PIPE HEADWALL TY 2-4 IN | 01024 | EACH | 5.00 | 5.000 | 0.000 | 0.000 | 425.00 | 0.00 | |||
| 0120 | PERF PIPE HEADWALL TY 3-4 IN | 01028 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0130 | PERF PIPE HEADWALL TY 4-4 IN | 01032 | EACH | 7.00 | 7.000 | 0.000 | 0.000 | 450.00 | 0.00 | |||
| 0140 | METAL END SECTION TY 3-15 IN | 01390 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0150 | METAL END SECTION TY 3-18 IN | 01391 | EACH | 46.00 | 46.000 | 2.000 | 2.000 | 900.00 | 1,800.00 | |||
| 0160 | METAL END SECTION TY 3-24 IN | 01393 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 1,100.00 | 0.00 | |||
| 0170 | METAL END SECTION TY 3-36 IN | 01395 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 3,600.00 | 7,200.00 | |||
| 0180 | METAL END SECTION TY 3-48 IN | 01397 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,900.00 | 11,800.00 | |||
| 0190 | S & F BOX INLET-OUTLET-24 IN | 01451 | EACH | 5.00 | 5.000 | 2.000 | 3.000 | 5.000 | 3,100.00 | 6,200.00 | 15,500.00 | |
| 0200 | S & F BOX INLET-OUTLET-36 IN | 01453 | EACH | 9.00 | 9.000 | 3.000 | 3.000 | 4,800.00 | 14,400.00 | |||
| 0210 | FLUME INLET TYPE 2 | 01691 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 4,200.00 | 0.00 | |||
| 0220 | ISLAND CURB AND GUTTER | 01825 | LF | 45.00 | 45.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 0230 | ISLAND HEADER CURB TYPE 2 | 01891 | LF | 25.00 | 25.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0240 | DELINEATOR FOR GUARDRAIL MONO DIRECTIONAL WHITE | 01982 | EACH | 157.00 | 157.000 | 0.000 | 0.000 | 5.00 | 0.00 | |||
| 0250 | BARRICADE-TYPE III | 02014 | EACH | 6.00 | 6.000 | 0.000 | 0.000 | 150.00 | 0.00 | |||
| 0260 | TEMP DITCH | 02159 | LF | 15,260.00 | 15,260.000 | 1,263.000 | 1,263.000 | 0.10 | 126.30 | |||
| 0270 | GRANULAR EMBANKMENT | 02223 | CUYD | 14,000.00 | 14,000.000 | 0.000 | 0.000 | 21.00 | 0.00 | |||
| 0280 | BACKFILLING UNDERCUT | 02235 | CUYD | 2,000.00 | 2,000.000 | 1,515.530 | 1,515.530 | 1.00 | 1,515.53 | |||
| 0290 | WATER | 02242 | MGAL | 4,500.00 | 4,500.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0300 | FENCE-4 FT CHAIN LINK | 02273 | LF | 106.00 | 106.000 | 0.000 | 0.000 | 10.00 | 0.00 | |||
| 0310 | GUARDRAIL TERMINAL SECTION NO 1 | 02360 | EACH | 21.00 | 21.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 0320 | GUARDRAIL CONNECTOR TO BRIDGE END TY A | 02363 | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 2,300.00 | 0.00 | |||
| 0330 | GUARDRAIL END TREATMENT TYPE 1 | 02367 | EACH | 34.00 | 34.000 | 0.000 | 0.000 | 1,950.00 | 0.00 | |||
| 0340 | REMOVE GUARDRAIL | 02381 | LF | 1,350.00 | 1,350.000 | 0.000 | 0.000 | 1.50 | 0.00 | |||
| 0350 | TEMP GUARDRAIL | 02397 | LF | 1,675.00 | 1,675.000 | 0.000 | 0.000 | 9.00 | 0.00 | |||
| 0360 | RIGHT-OF-WAY MONUMENT TYPE 1 | 02429 | EACH | 272.00 | 272.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0370 | RIGHT-OF-WAY MONUMENT TYPE 1A | 02430 | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0380 | WITNESS POST | 02432 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0390 | CHANNEL LINING CLASS II | 02483 | TON | 4,831.00 | 4,831.000 | 185.490 | 1,578.870 | 1,764.360 | 22.50 | 4,173.52 | 39,698.10 | |
| 0400 | CHANNEL LINING CLASS III | 02484 | TON | 3,207.00 | 3,207.000 | 435.830 | 435.830 | 23.00 | 10,024.09 | |||
| 0410 | CLEARING AND GRUBBING 140 ACRES | 02545 | LS | 1.00 | 1.000 | 0.950 | 0.950 | 100,000.00 | 95,000.00 | |||
| 0420 | SIGNS | 02562 | SQFT | 2,920.00 | 2,920.000 | 254.000 | 254.000 | 10.55 | 2,679.70 | |||
| 0430 | FABRIC-GEOTEXTILE TYPE III | 02598 | SQYD | 13,900.00 | 13,900.000 | 0.000 | 0.000 | 1.25 | 0.00 | |||
| 0440 | FABRIC-GEOTEXTILE TYPE IV | 02599 | SQYD | 17,300.00 | 17,300.000 | 1,750.000 | 1,750.000 | 1.25 | 2,187.50 | |||
| 0450 | FABRIC GEOTEXTILE TY IV FOR PIPE | 02600 | SQYD | 14,911.00 | 14,911.000 | 242.000 | 8,112.920 | 8,354.920 | 2.00 | 484.00 | 16,709.84 | |
| 0460 | MAINTAIN & CONTROL TRAFFIC | 02650 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 40,000.00 | 4,000.00 | |||
| 0470 | LANE CLOSURE | 02653 | EACH | 1.00 | 1.000 | 0.000 | 0.000 | 1,500.00 | 0.00 | |||
| 0480 | PORTABLE CHANGEABLE MESSAGE SIGN | 02671 | EACH | 2.00 | 2.000 | 2.000 | 2.000 | 5,000.00 | 10,000.00 | |||
| 0490 | MOBILIZATION FOR MILL & TEXT | 02676 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 2,000.00 | 0.00 | |||
| 0500 | ASPHALT PAVE MILLING & TEXTURING | 02677 | TON | 123.00 | 123.000 | 0.000 | 0.000 | 60.00 | 0.00 | |||
| 0510 | TEMP SILT FENCE | 02701 | LF | 15,260.00 | 15,260.000 | 2,725.000 | 2,725.000 | 1.00 | 2,725.00 | |||
| 0520 | SILT TRAP TYPE A | 02703 | EACH | 140.00 | 140.000 | 3.000 | 3.000 | 150.00 | 450.00 | |||
| 0530 | SILT TRAP TYPE B | 02704 | EACH | 140.00 | 140.000 | 21.000 | 67.000 | 88.000 | 150.00 | 3,150.00 | 13,200.00 | |
| 0540 | SILT TRAP TYPE C | 02705 | EACH | 140.00 | 140.000 | 6.000 | 6.000 | 100.00 | 600.00 | |||
| 0550 | CLEAN SILT TRAP TYPE A | 02706 | EACH | 420.00 | 420.000 | 1.000 | 1.000 | 1.00 | 1.00 | |||
| 0560 | CLEAN SILT TRAP TYPE B | 02707 | EACH | 420.00 | 420.000 | 37.000 | 49.000 | 86.000 | 1.00 | 37.00 | 86.00 | |
| 0570 | CLEAN SILT TRAP TYPE C | 02708 | EACH | 420.00 | 420.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0580 | CLEAN TEMP SILT FENCE | 02709 | LF | 15,260.00 | 15,260.000 | 0.000 | 0.000 | 0.01 | 0.00 | |||
| 0590 | STAKING | 02726 | LS | 1.00 | 1.000 | 0.100 | 0.100 | 50,000.00 | 5,000.00 | |||
| 0600 | EROSION CONTROL BLANKET | 05950 | SQYD | 33,529.00 | 33,529.000 | 3,073.400 | 0.000 | 3,073.400 | 1.10 | 3,380.74 | 3,380.74 | |
| 0610 | TEMP MULCH | 05952 | SQYD | 346,850.00 | 346,850.000 | 16,958.000 | 16,958.000 | 0.05 | 847.90 | |||
| 0620 | TEMP SEEDING AND PROTECTION | 05953 | SQYD | 346,850.00 | 346,850.000 | 132,533.000 | 132,533.000 | 0.10 | 13,253.30 | |||
| 0630 | TOPDRESSING FERTILIZER | 05966 | TON | 18.00 | 18.000 | 0.000 | 0.000 | 750.00 | 0.00 | |||
| 0640 | SEEDING AND PROTECTION | 05985 | SQYD | 346,850.00 | 346,850.000 | 8,805.000 | 8,805.000 | 0.35 | 3,081.75 | |||
| 0650 | PAVE STRIPING-TEMP PAINT-4 IN | 06510 | LF | 43,000.00 | 43,000.000 | 0.000 | 0.000 | 0.17 | 0.00 | |||
| 0660 | PAVE STRIPING-PERM PAINT-4 IN | 06514 | LF | 85,000.00 | 85,000.000 | 0.000 | 0.000 | 0.16 | 0.00 | |||
| 0670 | PAVE MARKING-THERMO STOP BAR-24IN | 06568 | LF | 264.00 | 264.000 | 0.000 | 0.000 | 12.50 | 0.00 | |||
| 0680 | PAVE MARKING-THERMO MERGE ARROW | 06578 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 0690 | CONCRETE-CLASS A | 08100 | CUYD | 58.00 | 58.000 | 7.910 | 16.950 | 24.860 | 700.00 | 5,537.00 | 17,402.00 | |
| 0700 | STEEL REINFORCEMENT | 08150 | LB | 3,816.00 | 3,816.000 | 673.500 | 1,112.500 | 1,786.000 | 0.90 | 606.15 | 1,607.40 | |
| 0710 | ASPHALT ADJUSTMENT | 10030NS | DOLL | 102,422.00 | 102,422.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 0720 | TREE EASTERN HEMLOCK | 20000ES724 | EACH | 15.00 | 15.000 | 0.000 | 0.000 | 80.00 | 0.00 | |||
| 0730 | GRANULAR PILE CORE | 20209EP69 | CUYD | 1,721.00 | 1,721.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 0740 | LIVE STAKES | 21057ND | EACH | 2,253.00 | 2,253.000 | 0.000 | 0.000 | 4.00 | 0.00 | |||
| 0750 | ENTRANCE PIPE-48 IN | 21257ED | LF | 75.00 | 75.000 | 75.000 | 75.000 | 112.00 | 8,400.00 | |||
| 0760 | G/R STEEL W BEAM-S FACE (7 FT POST) | 21802EN | LF | 15,662.50 | 15,662.500 | 0.000 | 0.000 | 16.50 | 0.00 | |||
| 0770 | ENTRANCE PIPE-36 IN | 22581EN | LF | 154.00 | 154.000 | 150.000 | 150.000 | 80.00 | 12,000.00 | |||
| 0780 | PIPELINE VIDEO INSPECTION | 23131ER701 | LF | 1,820.00 | 1,820.000 | 0.000 | 0.000 | 4.50 | 0.00 | |||
| 0790 | TURF REINFORCEMENT MAT 1 | 23274EN11F | SQYD | 6,698.00 | 6,698.000 | 4,881.780 | 0.000 | 4,881.780 | 4.50 | 21,968.01 | 21,968.01 | |
| 0800 | ENHANCED SILT TRAP | 23542EC | EACH | 4.00 | 4.000 | 0.000 | 0.000 | 800.00 | 0.00 | |||
| 0810 | CLEAN ENHANCED SILT TRAP | 23545EC | EACH | 12.00 | 12.000 | 0.000 | 0.000 | 1.00 | 0.00 | |||
| 8000 | SEDIMENTATION BASIN | 02711 | CUYD | 0.00 | 2,700.000 | 16.590 | 885.000 | 901.590 | 5.00 | 82.95 | 4,507.95 | |
| 8003 | CLEAN SEDIMENTATION BASIN | 02712 | CUYD | 0.00 | 540.000 | 180.000 | 180.000 | 5.00 | 900.00 | |||
| 8006 | PERFORATED PIPE-6 IN | 01001 | LF | 0.00 | 1,400.000 | 2,194.000 | 2,194.000 | 14.00 | 30,716.00 | |||
| Project | DE08304601218 | Fed/State Project Number | JL04 083 0460 010-014 | Category | 0002 PAVING-ASPHALT | |||||||
| 0820 | CRUSHED STONE BASE | 00003 | TON | 63,703.00 | 63,703.000 | 0.000 | 0.000 | 19.80 | 0.00 | |||
| 0830 | CEMENT STABILIZED ROADBED (REVISED: 6-12-12) | 00008 | SQYD | 85,461.00 | 85,461.000 | 0.000 | 0.000 | 2.01 | 0.00 | |||
| 0840 | CEMENT (REVISED: 6-12-12) | 02542 | TON | 1,539.00 | 1,539.000 | 0.000 | 0.000 | 121.92 | 0.00 | |||
| 0850 | TRAFFIC BOUND BASE | 00020 | TON | 838.00 | 838.000 | 824.970 | 824.970 | 15.00 | 12,374.55 | |||
| 0860 | CRUSHED AGGREGATE SIZE NO 3 | 00069 | TON | 500.00 | 500.000 | 75.760 | 75.760 | 18.50 | 1,401.56 | |||
| 0870 | CRUSHED AGGREGATE SIZE NO 2 | 00078 | TON | 319.00 | 319.000 | 606.520 | 1,514.970 | 2,121.490 | 18.50 | 11,220.62 | 39,247.56 | |
| 0880 | ASPHALT SEAL AGGREGATE | 00100 | TON | 657.00 | 657.000 | 0.000 | 0.000 | 35.00 | 0.00 | |||
| 0890 | CL2 ASPH BASE 1.00D PG64-22 | 00212 | TON | 34,361.00 | 34,361.000 | 0.000 | 0.000 | 67.80 | 0.00 | |||
| 0900 | CL2 ASPH BASE 0.75D PG64-22 | 00221 | TON | 342.00 | 342.000 | 0.000 | 0.000 | 78.20 | 0.00 | |||
| 0910 | EMULSIFIED ASPHALT RS-2 | 00291 | TON | 79.00 | 79.000 | 0.000 | 0.000 | 700.00 | 0.00 | |||
| 0920 | CL2 ASPH SURF 0.38D PG64-22 | 00301 | TON | 7,811.00 | 7,811.000 | 0.000 | 0.000 | 81.75 | 0.00 | |||
| 0930 | ASPHALT CURING SEAL | 00358 | TON | 85.50 | 85.500 | 0.000 | 0.000 | 675.00 | 0.00 | |||
| 0940 | REMOVE PAVEMENT | 02091 | SQYD | 4,903.00 | 4,903.000 | 0.000 | 0.000 | 2.75 | 0.00 | |||
| 0950 | CEM CONC ENT PAVEMENT-6 IN | 02099 | SQYD | 68.00 | 68.000 | 0.000 | 0.000 | 70.00 | 0.00 | |||
| 0960 | EMBANKMENT IN PLACE | 02230 | CUYD | 1,298,931.00 | 1,298,931.000 | 52,720.000 | 552,965.530 | 605,685.530 | 3.15 | 166,068.00 | 1,907,909.41 | |
| 0970 | EDGE KEY | 02585 | LF | 287.00 | 287.000 | 0.000 | 0.000 | 75.00 | 0.00 | |||
| 0980 | SHOULDER RUMBLE STRIPS-SAWED | 02696 | LF | 30,500.00 | 30,500.000 | 0.000 | 0.000 | 0.21 | 0.00 | |||
| 0990 | SAND FOR BLOTTER | 02702 | TON | 214.00 | 214.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1000 | PAVEMENT ADJUSTMENT ASPHALT | 10203ND | LS | 1.00 | 1.000 | 0.000 | 0.000 | 386,405.00 | 0.00 | |||
| 1010 | CENTERLINE RUMBLE STRIPS | 20458ES403 | LF | 15,250.00 | 15,250.000 | 0.000 | 0.000 | 0.43 | 0.00 | |||
| Project | DE08304601218 | Fed/State Project Number | JL04 083 0460 010-014 | Category | 0005 BRIDGE-CULVERT | |||||||
| 1450 | FOUNDATION PREPARATION 26791 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 4,000.00 | 4,000.00 | |||
| 1460 | CONCRETE-CLASS A | 08100 | CUYD | 176.00 | 176.000 | 2.000 | 174.000 | 176.000 | 385.00 | 770.00 | 67,760.00 | |
| 1470 | STEEL REINFORCEMENT | 08150 | LB | 23,484.00 | 23,484.000 | 23,484.000 | 23,484.000 | 0.80 | 18,787.20 | |||
| Project | DE08304601218 | Fed/State Project Number | JL04 083 0460 010-014 | Category | 0006 BRIDGE | |||||||
| 1480 | STRUCTURE GRANULAR BACKFILL | 02231 | CUYD | 574.00 | 574.000 | 0.000 | 0.000 | 30.00 | 0.00 | |||
| 1490 | CONCRETE-CLASS B | 02555 | CUYD | 23.40 | 23.400 | 0.000 | 0.000 | 220.00 | 0.00 | |||
| 1500 | MASONRY COATING | 02998 | SQYD | 905.00 | 905.000 | 0.000 | 0.000 | 12.00 | 0.00 | |||
| 1510 | ARMORED EDGE FOR CONCRETE | 03299 | LF | 117.30 | 117.300 | 0.000 | 0.000 | 50.00 | 0.00 | |||
| 1520 | STRUCTURE EXCAVATION-COMMON | 08001 | CUYD | 318.00 | 318.000 | 0.000 | 0.000 | 15.00 | 0.00 | |||
| 1530 | STRUCTURE EXCAV-SOLID ROCK | 08002 | CUYD | 157.00 | 157.000 | 0.000 | 0.000 | 40.00 | 0.00 | |||
| 1540 | CYCLOPEAN STONE RIP RAP | 08019 | TON | 500.00 | 500.000 | 0.000 | 0.000 | 22.50 | 0.00 | |||
| 1550 | TEST PILES | 08033 | LF | 77.00 | 77.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1560 | PILES-STEEL HP12X53 | 08046 | LF | 658.00 | 658.000 | 0.000 | 0.000 | 45.00 | 0.00 | |||
| 1570 | PILE POINTS-12 IN | 08094 | EACH | 22.00 | 22.000 | 0.000 | 0.000 | 115.00 | 0.00 | |||
| 1580 | CONCRETE-CLASS A | 08100 | CUYD | 580.80 | 580.800 | 0.000 | 0.000 | 385.00 | 0.00 | |||
| 1590 | CONCRETE-CLASS AA | 08104 | CUYD | 536.30 | 536.300 | 0.000 | 0.000 | 430.00 | 0.00 | |||
| 1600 | STEEL REINFORCEMENT | 08150 | LB | 88,777.00 | 88,777.000 | 0.000 | 0.000 | 0.80 | 0.00 | |||
| 1610 | STEEL REINFORCEMENT-EPOXY COATED | 08151 | LB | 131,839.00 | 131,839.000 | 0.000 | 0.000 | 0.95 | 0.00 | |||
| 1620 | PRECAST PC I BEAM TYPE 4 | 08634 | LF | 2,095.30 | 2,095.300 | 0.000 | 0.000 | 225.00 | 0.00 | |||
| 1630 | RAIL SYSTEM TYPE III | 21532ED | LF | 607.40 | 607.400 | 0.000 | 0.000 | 100.00 | 0.00 | |||
| Project | DE08304601218 | Fed/State Project Number | JL04 083 0460 010-014 | Category | 0007 BRIDGE-CULVERT | |||||||
| 1640 | FOUNDATION PREPARATION 26586 | 08003 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 6,000.00 | 6,000.00 | |||
| 1650 | CONCRETE-CLASS A | 08100 | CUYD | 339.90 | 339.900 | 0.900 | 339.000 | 339.900 | 385.00 | 346.50 | 130,861.50 | |
| 1660 | STEEL REINFORCEMENT | 08150 | LB | 57,327.00 | 57,327.000 | 57,327.000 | 57,327.000 | 0.80 | 45,861.60 | |||
| Project | DE08304601218 | Fed/State Project Number | JL04 083 0460 010-014 | Category | 0008 DEMOB AND MOB | |||||||
| 1670 | MOBILIZATION | 02568 | LS | 1.00 | 1.000 | 1.000 | 1.000 | 200,000.00 | 200,000.00 | |||
| 1680 | DEMOBILIZATION | 02569 | LS | 1.00 | 1.000 | 0.000 | 0.000 | 205,000.00 | 0.00 | |||
| Project | DE08304601218 | Fed/State Project Number | JL04 083 0460 010-014 | Category | 0009 WATERLIN | |||||||
| 1690 | AGGREGATE FOR ENTRANCES | 00068 | TON | 100.00 | 100.000 | 91.720 | 91.720 | 26.50 | 2,430.58 | |||
| 1700 | STEEL ENCASEMENT PIPE-6 IN OPEN CUT | 01063 | LF | 90.00 | 90.000 | 255.000 | 255.000 | 105.00 | 26,775.00 | |||
| 1710 | STEEL ENCASEMENT PIPE-6 IN ROAD BORE | 01063 | LF | 386.00 | 386.000 | 85.000 | 85.000 | 160.00 | 13,600.00 | |||
| 1720 | STEEL ENCASEMENT PIPE-12 IN OPEN CUT | 01069 | LF | 285.00 | 285.000 | 390.000 | 390.000 | 120.00 | 46,800.00 | |||
| 1730 | STEEL ENCASEMENT PIPE-14 IN OPEN CUT | 01071 | LF | 226.00 | 226.000 | 0.000 | 0.000 | 138.00 | 0.00 | |||
| 1740 | STEEL ENCASEMENT PIPE-14 IN ROAD BORE | 01071 | LF | 125.00 | 125.000 | 172.000 | 172.000 | 220.00 | 37,840.00 | |||
| 1750 | STEEL ENCASEMENT PIPE-20 IN | 01076 | LF | 140.00 | 140.000 | 0.000 | 0.000 | 160.00 | 0.00 | |||
| 1760 | DUCTILE IRON PIPE-8 IN | 01095 | LF | 1,396.00 | 1,396.000 | 0.000 | 0.000 | 31.00 | 0.00 | |||
| 1770 | DUCTILE IRON PIPE-14 IN | 01101 | LF | 1,243.00 | 1,243.000 | 0.000 | 0.000 | 65.50 | 0.00 | |||
| 1780 | PVC PIPE-2 IN | 03381 | LF | 808.00 | 808.000 | 2,584.000 | 2,584.000 | 8.10 | 20,930.40 | |||
| 1790 | PVC PIPE-3 IN | 03382 | LF | 728.00 | 728.000 | 0.000 | 0.000 | 9.60 | 0.00 | |||
| 1800 | PVC PIPE-6 IN | 03385 | LF | 3,480.00 | 3,480.000 | 3,684.000 | 3,684.000 | 14.50 | 53,418.00 | |||
| 1810 | PVC PIPE-8 IN | 03387 | LF | 3,850.00 | 3,850.000 | 221.000 | 2,297.000 | 2,518.000 | 17.25 | 3,812.25 | 43,435.50 | |
| 1820 | PVC PIPE-14 IN | 03392 | LF | 618.00 | 618.000 | 319.000 | 319.000 | 36.50 | 11,643.50 | |||
| 1830 | INSTALL WATER METER | 03430 | EACH | 10.00 | 10.000 | 1.000 | 12.000 | 13.000 | 920.00 | 920.00 | 11,960.00 | |
| 1840 | FLUSH HYDRANT 6 IN | 03439 | EACH | 2.00 | 2.000 | 4.000 | 4.000 | 2,375.00 | 9,500.00 | |||
| 1850 | TIE-IN 2 IN | 03463 | EACH | 5.00 | 5.000 | 6.000 | 6.000 | 1,750.00 | 10,500.00 | |||
| 1860 | TIE-IN 6 IN | 03466 | EACH | 6.00 | 6.000 | 8.000 | 8.000 | 2,625.00 | 21,000.00 | |||
| 1870 | TIE-IN 8 IN | 03468 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 2,900.00 | 17,400.00 | |||
| 1880 | AIR RELEASE VALVE | 03495 | EACH | 1.00 | 1.000 | 1.000 | 1.000 | 1,625.00 | 1,625.00 | |||
| 1890 | GATE VALVE-2 IN | 03522 | EACH | 5.00 | 5.000 | 7.000 | 7.000 | 610.00 | 4,270.00 | |||
| 1900 | GATE VALVE-3 IN | 03523 | EACH | 3.00 | 3.000 | 0.000 | 0.000 | 705.00 | 0.00 | |||
| 1910 | GATE VALVE-6 IN | 03526 | EACH | 5.00 | 5.000 | 8.000 | 8.000 | 910.00 | 7,280.00 | |||
| 1920 | GATE VALVE-8 IN | 03528 | EACH | 8.00 | 8.000 | 6.000 | 6.000 | 1,250.00 | 7,500.00 | |||
| 1930 | GATE VALVE-14 IN | 03529 | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 5,700.00 | 17,100.00 | |||
| 1940 | ASPHALT PAVING REPLACEMENT | 21233ED | LF | 150.00 | 150.000 | 0.000 | 0.000 | 20.00 | 0.00 | |||
| 1950 | TIE-IN-3 IN | 22440NN | EACH | 2.00 | 2.000 | 0.000 | 0.000 | 1,900.00 | 0.00 | |||
| 1960 | CONNECT TO 14 IN | 24052EC | EACH | 6.00 | 6.000 | 3.000 | 3.000 | 8,265.00 | 24,795.00 | |||
| 8002 | BLOW-OFF ASSEMBLY 2 IN Blowoff Assembly | 01315 | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 2,398.25 | 2,398.25 | |||
| 8004 | FIRE HYDRANT WITH GATE VALVE 4 foot Hydrant and 5 foot Valve Extension | 23502EC | EACH | 0.00 | 1.000 | 1.000 | 1.000 | 1,988.80 | 1,988.80 | |||
| 8005 | STEEL ENCASEMENT PIPE-12 IN ROAD BORE | 01069 | LF | 0.00 | 120.000 | 120.000 | 120.000 | 220.00 | 26,400.00 | |||
| 8007 | CREEK CROSSING 2 inch waterline creek crossing | 20481EC | LF | 0.00 | 20.000 | 20.000 | 20.000 | 73.25 | 1,465.00 | |||
| SUBTOT | $267,102.74 |
$3,530,456.53 |
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| LNNBR | STOCKPILE ADJUSTMENTS | UNIT |
ADJ. QUANTITY |
EST NBR |
UNIT PRICE | ADJUSTED AMOUNT |
||||||
1620-1-0I |
I BEAM, TYPE 4 | LF |
1,369.14 | 0011 | $225.000000 | $308,056.50 | ||||||
| SUBTOT | $308,056.50 |
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